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注浆引起土体变形及注浆效率的规律研究

程雪松 赵林嵩 潘军 郑刚 贾建伟 焦莹

程雪松, 赵林嵩, 潘军, 郑刚, 贾建伟, 焦莹. 注浆引起土体变形及注浆效率的规律研究[J]. 工业建筑, 2023, 53(7): 171-179. doi: 10.13204/j.gyjzG22051213
引用本文: 程雪松, 赵林嵩, 潘军, 郑刚, 贾建伟, 焦莹. 注浆引起土体变形及注浆效率的规律研究[J]. 工业建筑, 2023, 53(7): 171-179. doi: 10.13204/j.gyjzG22051213
CHENG Xuesong, ZHAO Linsong, PAN Jun, ZHENG Gang, JIA Jianwei, JIAO Ying. Research on Deformation Laws of Soil Caused by Grouting and Grouting Efficiency[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 171-179. doi: 10.13204/j.gyjzG22051213
Citation: CHENG Xuesong, ZHAO Linsong, PAN Jun, ZHENG Gang, JIA Jianwei, JIAO Ying. Research on Deformation Laws of Soil Caused by Grouting and Grouting Efficiency[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 171-179. doi: 10.13204/j.gyjzG22051213

注浆引起土体变形及注浆效率的规律研究

doi: 10.13204/j.gyjzG22051213
基金项目: 

中建股份科技研发计划资助项目(CSCEC-2020-Z-46);国家自然科学基金项目(52178343)。

详细信息
    作者简介:

    程雪松,男,1985年出生,博士,教授。电子信箱:cheng_xuesong@163.com

Research on Deformation Laws of Soil Caused by Grouting and Grouting Efficiency

  • 摘要: 针对注浆引发的土体变形及注浆效率随时间和空间变化规律缺乏系统性的理论研究,而限制注浆在近接施工精细化变形控制中的应用现状,基于现场试验,采用流固耦合数值模拟方法系统研究了土体变形和注浆效率随时间和空间变化的规律,并考虑了注浆量、注浆距离和注浆深度等注浆参数对土体变形及注浆效率的影响。基于此,提出部分注浆控制变形的建议。研究表明:当须要控制土体或者隧道沉降变形时,注浆体顶部与目标对象宜平齐;而须要控制土体或者隧道隆起时,注浆体底部与目标对象宜平齐。随着注浆距离的增大,土体水平和竖向位移、水平位移注浆效率均迅速减小。为保证注浆对变形的效果,注浆距离不应过大。
  • [1] HARRIS D I, MAIR R J, LOVE J P, et al. Observations of ground and structure movements for compensation grouting during tunnel construction at Waterloo station[J]. Geotechnique, 1994, 44(4):691-713.
    [2] NI J C, CHENG W C. Monitoring and modeling grout efficiency of lifting structure in soft clay[J]. International Journal of Geomechanics, 2010, 10(6):223-229.
    [3] 彭正勇. 注浆抬升在隧道穿越既有建筑物中的研究及应用[J]. 岩石力学与工程学报, 2011, 30(增刊1):2963-2969.
    [4] ZHOU S H, XIAO J H, DI H G, et al. Differential settlement remediation for new shield metro tunnel in soft soils using corrective grouting method:case study[J]. Canadian Geotechnical Journal, 2018, 55(12):1877-1887.
    [5] 张成平, 张顶立, 吴介普, 等. 暗挖地铁车站下穿既有地铁隧道施工控制[J]. 中国铁道科学, 2009, 30(1):69-73.
    [6] 唐智伟, 赵成刚, 张顶立. 地下工程抬升注浆设计方法及其抬升效果预测研究[J]. 土木工程学报, 2007, 40(8):79-84.
    [7] MASINI L, RAMPELLO S, SOGA K. An approach to evaluate the efficiency of compensation grouting[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(12):1-11.
    [8] AU S K A, SOGA K, JAFARI M R, et al. Factors affecting long-term efficiency of compensation grouting in clays[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(3):254-262.
    [9] SOGA K, AU S K A, BOLTON M D. Laboratory investigation of multiple grout injections into clay[J]. Geotechnique, 2004, 54(2):81-90.
    [10] 郑刚, 王若展, 程雪松. 注浆对邻近土体水平变形影响的原位试验研究[J]. 天津大学学报(自然科学与工程技术版), 2019, 52(9):959-968.
    [11] 程雪松, 高洁, 潘军. 注浆水平纠偏的作用规律与影响因素[J]. 土木与环境工程学报(中英文):2022,44(5):1-13.
    [12] SCHWEIGER H F, KUMMERER C, OTTERBEIN R, et al. Numerical modelling of settlement compensation by means of fracture grouting[J]. Soils and Foundations, 2004, 44(1):71-86.
    [13] KOVACEVIC N, EDMONDS H, MAIR R, et al. Numerical modelling of the NATM and compensation grouting trial at Redcross Way[C]//Proceedings of International Symposium on Geotechnical Aspects of Undergrond Construction in Soft Ground. 1996:553-559.
    [14] SOGA K, BOLTON M D, AU S K A, et al. Development of compensation grouting modelling and control system[J/OL]. Geotechnical Aspects of Underground Construction in Soft Ground,2000[2022-05-12]. https://www.issmge.org/publications/publication/development-of-compensation-grouting-modelling-and-control-system.
    [15] KOMIYA K, SOGA K, AKAGI H, et al. Soil consolidation associated with grouting during shield tunnelling in soft clayey ground[J]. Geotechnique, 2001, 51(10):835-846.
    [16] WANG D Y, XING X M, QU H H, et al. Simulated radial expansion and heave caused by compaction grouting in noncohesive soils[J/OL]. International Journal of Geomechanics, 2013, 15(4)[2022-05-12]. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000333.
    [17] ZHANG M, WANG X H, WANG Y. Numerical evaluation of uplifting effect for upper structure by grouting[J]. Journal of Central South University of Technology, 2012, 19(2):553-561.
    [18] NICOLINI E, NOVA R. Modelling of a tunnel excavation in a non-cohesive soil improved with cement mix injections[J]. Computers and Geotechnics, 2000, 27(4):249-272.
    [19] WISSER C, AUGARDE C E, BURD H J. Numerical modelling of compensation grouting above shallow tunnels[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2005, 29(5):443-471.
    [20] FALK E. Soil improvement by injection of solid material with hydraulic energy[D]. Vienna:Vienna University of Technology, 1998.
    [21] BRINKGREVE R B J, KUMARSWAMY S, SWOLFS W M. Plaixs 3D Manual[M]. Delft:Plaxis bv, 2018.
    [22] 上海市市政工程管理局.上海市地铁沿线建筑施工保护地铁技术管理暂行规定:沪市政法(94)第854号[S].上海:上海市市政工程管理局,1994.
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  • 收稿日期:  2022-05-12

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